ET0216 ***********************************************************************
ET0216  DESIGNATION -  ASH
ET0216  PID         -  ET0216
ET0216  STATE/COUNTY-  AZ/YAVAPAI
ET0216  USGS QUAD   -  ESTLER PEAK (1987)
ET0216
ET0216                         *CURRENT SURVEY CONTROL
ET0216  ___________________________________________________________________
ET0216* NAD 83(1992)-  34 23 36.60205(N)    112 05 00.00967(W)     ADJUSTED
ET0216* NAVD 88     -      1182.56   (+/-2cm)    3879.8    (feet)  VERTCON
ET0216  ___________________________________________________________________
ET0216  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
ET0216  GEOID HEIGHT-         -26.53  (meters)                     GEOID99
ET0216
ET0216  HORZ ORDER  -  SECOND
ET0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
ET0216
ET0216.The horizontal coordinates were established by classical geodetic methods
ET0216.and adjusted by the National Geodetic Survey in August 1993.
ET0216
ET0216.The NAVD 88 height was computed by applying the VERTCON shift value to
ET0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
ET0216.The vertical order pertains to the superseded datum.
ET0216
ET0216.The Laplace correction was computed from DEFLEC99 derived deflections.
ET0216
ET0216.The geoid height was determined by GEOID99.
ET0216
ET0216;                    North         East     Units   Scale      Converg.
ET0216;SPC AZ C     -   376,311.499   198,035.176   MT  0.99990289 -0 05 38.9
ET0216;UTM  12      - 3,806,319.773   400,417.772   MT  0.99972223 -0 36 43.2
ET0216
ET0216:                Primary Azimuth Mark                     Grid Az
ET0216:SPC AZ C     -  BEN                                      230 25 32.7
ET0216:UTM  12      -  BEN                                      230 56 37.0
ET0216
ET0216|---------------------------------------------------------------------|
ET0216| PID    Reference Object                     Distance      Geod. Az  |
ET0216|                                                           dddmmss.s |
ET0216| ET0215 ASH RM 1                              9.532 METERS 01457     |
ET0216| ET0220 BEN                                 APPROX. 2.5 KM 2301953.8 |
ET0216| ET0217 ASH RM 2                              9.808 METERS 30819     |
ET0216|---------------------------------------------------------------------|
ET0216
ET0216                          SUPERSEDED SURVEY CONTROL
ET0216
ET0216  NAD 83(1986)-  34 23 36.59673(N)    112 05 00.00886(W) AD(       ) 2
ET0216  NAD 27      -  34 23 36.50040(N)    112 04 57.44260(W) AD(       ) 2
ET0216  NGVD 29     -      1181.854  (m)         3877.47   (f) ADJ UNCH    2 0
ET0216
ET0216.Superseded values are not recommended for survey control.
ET0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
ET0216.See file dsdata.txt to determine how the superseded data were derived.
ET0216
ET0216_MARKER: DS = TRIANGULATION STATION DISK
ET0216_SETTING: 80 = SET IN A BOULDER
ET0216_STAMPING: ASH 1958
ET0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
ET0216+STABILITY: SURFACE MOTION
ET0216
ET0216  HISTORY     - Date     Condition        Recov. By
ET0216  HISTORY     - 1958     MONUMENTED       CGS
ET0216  HISTORY     - 1959     GOOD             CGS
ET0216  HISTORY     - 1969     GOOD             USGS
ET0216  HISTORY     - 1971     GOOD             NGS
ET0216  HISTORY     - 1974     GOOD             NGS
ET0216
ET0216                          STATION DESCRIPTION
ET0216
ET0216''DESCRIBED BY COAST AND GEODETIC SURVEY 1958
ET0216''24.5 MI N FROM BLACK CANYON.
ET0216''19.25 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE POST OFFICE IN BLACK
ET0216''CANYON, THENCE 5.3 MILES NORTH ALONG STATE HIGHWAY 79 TO THE SOUTH END
ET0216''OF A HIGHWAY CUT, FROM HERE GO NORTHWESTERLY TO THE HIGHEST PART OF
ET0216''THE RIDGE AND THE STATION, 5.5 FEET NORTH OF THE WITNESS POST,
ET0216''CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
ET0216
ET0216                          STATION RECOVERY (1959)
ET0216
ET0216''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (SLH)
ET0216''THE STATION IS LOCATED ABOUT 400 FEET WEST OF ARIZONA STATE
ET0216''HIGHWAY 79, ON THE EAST END AND HIGHEST PART OF A LOW EAST-WEST
ET0216''RIDGE.  IT IS 5 MILES NORTH OF CORDES JUNCTION AND 6 MILES
ET0216''WEST OF DUGAS.
ET0216''
ET0216''TO REACH THE STATION FROM CORDES JUNCTION, GO NORTH ON ARIZONA
ET0216''STATE HIGHWAY 79 FOR 5.3 MILES TO THE SOUTH END OF A HIGHWAY
ET0216''CUT ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK NORTHWESTERLY
ET0216''TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
ET0216''
ET0216''THE STATION MARK IS A STANDARD DISK STAMPED ASH 1958, SET IN
ET0216''A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES AND IS 5.5
ET0216''FEET NORTH OF A WITNESS POST.
ET0216''
ET0216''R.M. 1 IS A STANDARD DISK STAMPED ASH NO 1 1958, SET IN A
ET0216''DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES AND IS 36.7 FEET
ET0216''NORTH OF THE WITNESS POST.
ET0216''
ET0216''R.M. 2 IS A STANDARD DISK STAMPED ASH NO 2 1958, SET IN A DRILL
ET0216''HOLE IN A BOULDER THAT PROJECTS 8 INCHES AND IS 33.6 FEET
ET0216''NORTHWEST OF THE WITNESS POST.
ET0216''
ET0216''TRIANGULATION STATION BEN MAY BE USED AS AN AZIMUTH MARK.
ET0216''(SEE DESCRIPTION THEREOF.)
ET0216
ET0216                          STATION RECOVERY (1969)
ET0216
ET0216''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (FLA)
ET0216''NO TEXT AVAILABLE.
ET0216
ET0216                          STATION RECOVERY (1971)
ET0216
ET0216''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
ET0216''THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BEN 1958 WHICH SERVES
ET0216''FOR AN AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
ET0216''
ET0216''TO REACH THE STATION FROM CORDS JUNCTION GO NORTH ALONG I-17 FOR
ET0216''5.5 MILES TO A SMALL HILL ON THE LEFT AND THE STATION ON TOP.
ET0216''
ET0216''1958 DISTANCES TO REFERENCE MARKS WAS USED.
ET0216''
ET0216''AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES NORTH
ET0216''OF CORDS JUNCTION.
ET0216
ET0216                          STATION RECOVERY (1974)
ET0216
ET0216''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RTR)
ET0216''THE STATION IS LOCATED 539 FEET WEST OF THE NORTHBOUND LANES OF
ET0216''INTERSTATE 17.  IT IS 5 MILES NORTH OF CORDES JUNCTION AND 6 MILES
ET0216''WEST OF DUGAS.
ET0216''
ET0216''TO REACH FROM CORDES JUNCTION ( INTERSECTION STATE HIGHWAY 69 AND
ET0216''INTERSTATE 17, GO NORTH ON INTERSTATE 17 FOR 5.4 MILES.  THE STATION
ET0216''IS 539 FEET WEST OF THE NORTH BOUND LANES AND ON THE HIGHEST PART
ET0216''OF THE RIDGE.
ET0216''
ET0216''THE TWO REFERENCE MARKS AND STATION MARK ARE ALL IN GOOD CONDITION
ET0216''AND AS PREVIOUSLY DESCRIBED IN THE 1959 COAST DESCRIPTION.
ET0216''
ET0216''DISTANCE AND DIRECTION CORDES JUNCTION, 5.4 MILES N.